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Beacon Station No 641 December 8, 1997 <br /> Californiad i i l Suhslirface Investigation Repo <br /> cement/bentonite grout was used to complete the annular seal from the top of the seal to <br /> 6,( approximately one foot bsg The top of the well casing was secured with a locking water- <br /> tight expansion cap within a 24-inch diameter, water-tight, steel traffic-rated box previously <br /> installed over 18-inch PVC conductor casings The construction details are shown on the <br /> corresponding boring log in Appendix C <br /> Groundwater ni in 1l Deyel!2pment and Sampling <br /> On November 14, 1996, Horizon personnel conducted well development, purging and <br /> sampling of groundwater monitoring well M W-l On March 18, 1997, well MW-1 was <br /> sampled a second time On October 2, 1997, Horizon personnel conducted well <br /> development, purging and sampling of groundwater monitoring wells MW-2 through MW- <br /> 5 Depth to groundwater levels were taken before and after purging/sampling, and were <br /> recorded on Monitoring Well Data Sheets (Appendix D) and summarized in Table 2 <br /> Groundwater samples were contained in chilled storage for transport to the laboratory for the <br /> requested analyses <br /> Sparge Well Development <br /> On October 2, 1997, Horizon personnel conducted well development of sparge well SW-1 <br /> Depth to groundwater levels were taken before and after purging and were recorded on a <br /> Monitoring Well Data Sheet (Appendix D) The sparge well was not sampled <br /> Development was conducted to insure maximum well efficiency for future remedial air <br /> sparging <br /> Wellhea-d-Elevatiollurycy and !Groundwater Gradient <br /> On Novenber 6, 1997, Horizon personnel surveyed all the monitoring wells at the site <br />' relative to an elevation of 100 00 feet assigned to the north side of the top of the well casing <br /> of well MW-4 (Appendix E) The relative wellhead elevations are included with the well <br /> numbers on Table 2, along with the groundwater data collected from the wells during <br /> sampling events The groundwater flow direction for October 2, 1997 was calculated to be <br /> generally towards the east with an average magnitude of approximately 0 0088 foot/feet <br /> 1641-13 rpt 8 HORIZON ENVIRONMENTAL INC <br />